Architecture Portfolio // Dhruv Gulati
2 CC
DHRUV GULATI
ASPIRING ARCHITECT
Contact
(+91) 9871978755
01dhruvgulati@gmail.com
E-2308 Palam Vihar, Gurgaon, Haryana - 122017
linkedin.com/in/dhruv-gulati0263161b5/
About
I am an architecture student, and an aspiring pianist. I love designing spaces and fitting necessities in a limited area. I’d like to think of myself as a progressive worker, especially when time is of the essence. I always look for the most efficient way to finish a task, for maximum output in the shortest amount of time. I enjoy solving problems and puzzles, as much as trying out new and upcoming softwares to maximise outputs. Having a skillful hand at softwares, gives me an edge towards learing new programs and discovering exotic commands.
Software Proficiency Education
Autocad
SketchUp Pro
Rhinoceros 3D + Grasshopper
Twinmotion
Lumion
Illustrator
Photoshop
InDesign
Premiere Pro
Audition
Skills
Physical Model
Making Skills
Project Management
Problem Solving
Creativity
Leadership
Bachelor of Architecture, 2019-2024 School of Art and Architecture, Sushant University
Primary, Secondary & Higher Education, 2005-2019 Delhi Public School, Sec. 45, Gurgaon
Diploma of Music, Piano, 2015-2018 Tansen Institute of Performing Arts Pvt. Ltd.
Multidisciplinary Foundation for the Creative Arts, 2018 Arts University Bournmouth, England
Extra-Curricular
2021-2022
Head of Instrumental Music, Kala Kendra, Sushant University
2021-2022
Music Society Head, School of Art and Architecture
Music Runners-up Trophy, ZNC, 2019
62nd Zonal NASA, Poornima University, Jaipur
Fashion Trophy, ANC, Selection in top 7, 2022
64th Annual NASA, Christ University, Bangalore
Proficiency in Art, 2017-2018
Delhi Public School, Sec. 45, Gurgaon
Experience
Summer Intern, May 2021 Arushi Projects
Learning Outcomes: 3D Walkthroughs, Structural Analysis, Working Drawings
Interests
References
Col. Virender Kumar Malik
Dean, School of Art and Architecture virendrakumarmalik@sushantuniversity.edu.in
Ar. Abhimanyu Bhatia
Founder, Cascade Architecture Studio Visiting Faculty, SSAA abhimanyubhatia25@gmail.com
Prof. Aruna Bhardwaj
Program Head, M.Arch interior architecture Professor, School of Srt and Architecture arunabhardwaj@sushantuniversity.edu.in
3
4 CC
5 Curriculum Vitae Professional C.V. 2017 - Present The Enterprise Design Project Hybrid Vertical Skyscraper Archietctural Design 6 The Myrodia Design Project Sensory Architecture Archietctural Design 5
and Heritage Center Design Project Off-Campus Independent Study Archietctural Design 4 Parliament Library Sem. 6 Construction Workshop Working Drawings Building Construction and Materials 5
Structure
7 Consturction Workshop
+ Grasshopper, Kangaroo Project Advanced Building Construction and Materials
Span Structures
7 Consturction Workshop Working Drawings Advanced Building Construction and Materials
Housing, Manesar Arushi Projects Rendered Drawings Summer Internship Parametric Towers Rhino + Grasshopper Paintings Oil/Acrylic on Canvas 03 06 08 10 12 14 16 22 24 26
Cultural
Tensile
Sem.
Rhino
Long
Sem.
Group
ARCHITECTURAL DESIGN 6
HABITAT . ECOLOGY . ARTICULATION
EMERGENT MORPHOLOGIES, RESPONSIVE ECOLOGIES SEM. 6
Click here for Working Presentation.
6 01
THE ENTERPRISE
Tubohub | Enterprise
Through the techtonic movement of tubes based on Oblique Swivel Joint mechanism, the Enterprise is a Vertical C.B.D., catering to the conext which is Gold Course Road, the most prime location of Gurgaon, by providing the essential Business District Hub for the City, along with Recreatinal and Hospitality typologies, interlaced in a hybrid functional manner.
Emergent Morphologies | RE 01
This semester aimes towards creating and innovtaing tectonic machines , incorporating them to a hybrid structure to fulfill the needs of the proposed site in all aspects possible.
Responsive Ecologies
Third Year of B.Arch is envisaged as a comprehensive experience of the discipline in design and pvrofessional knowledge, interspersed by a range of subjects – humanistic, environmental and technological.
7
Site, One Horizon Centre
Golf Course Road, Gurgaon
ARCHITECTURAL DESIGN 5
HABITAT . ECOLOGY . ARTICULATION . TECTONICS
EMBODIED STRUCTURES, RESPONSIVE ECOLOGIES . 01 SEM. 5
Click here for Working Presentation.
8 02
THE MYRODIA
EM . 09 | EMBODIED STRUCTURES
This unit explores the study of structures of conciousness as experienced from the first-person point of view within the ecosystem of responsive ecologies.
The Myrodia
Through the enhancement of odours and Ofactory Cognitive properties of a site, The Myrodia brings the world to the public diving itself in various zones, incorporating different aspects of popular destinations and their Vibes.
9 1 2 5 3 4 10 11 12 6 7 8 9 33,500 A A’ 1,20,000 A 40,000 1,20,000 A’ 10,000 13,000 28,000 5,000 4,800 7,800 3,500 11,500 41,000 3,000 5,000 3,000 3,000 7,500 4,500 3,300 3,000 11,500 90,000 55,000 A A’ 9 8 6 7 3 4 5 2 1 14 13 12 11 10
ARCHITECTURAL DESIGN 4
.
PLACEMAKING .
CULTURAL AND HERITAGE CENTER
SEM. 4
Click here for Working Presentation.
This semester proposes an international site, which in this case is Sri Lanka. Going in the heart of Colombo, the capital of the nation, the site is surrounded by a busy atmosphere, having the aworld Trade Center across the road.
10 03
The timeless solid white exposed brick finish makes for a perfect canvas for the highlights, which when combined with with stone and wooden features, emphasizes the semi-open spaces, blending in between the interior and exterior. The coverage of horizontal louvres play with light
11
Connectivity satellite landscape figure ground connectivity
Circulation Ventilation
Exterior Features . Tropical Modernism
BUILDING CONSTURCTION 5
WORKING DRAWINGS PARLIAMENT
SEM. 6
Click here for Working Drawings.
F.R.C. Sstructure
Fibre Reinforced Concrete
The sub-structure of the Library makes use of innovative foundation systems based on diaphragm walls that go to a depth of 14 metres below ground. The upper structure is a composite system with two distinct parts. The structure of standard floors is a reinforced concrete frame system with coffered concrete slabs, supported by circular reinforced concrete columns.
12 04
LIBRARY
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 A B C D E F G H J K L M N P Q R S T U V W X Y Z A' B' C' D' J' 5' 13 15' 24' M' K' 2500 2500 2500 2500 2500 2500 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 10000 5000 5000 5000 5000 5000 10000 10000 5000 7500 2500 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 2500 2500 2500 2500 90000 155000 25000 35000 10000 25000 10000 25000 25000
13 NGL +/- 00 TERRACE +9450 1st +4950 PL +450 B1 -4050 B2 -8550 PARAPET 900 MM FRC DOME 4000 HT 20000Ø FRC DOME 2500 HT 15000 Ø FRC DOME 5000 HT 30000Ø FRC DOME 2500 HT 15000 Ø FRC DOME 2500 HT 15000 Ø 11 12 100 MM HIGH SKIRTING AS/ STR 75MM THK P.C.C COLUMN IN ELEVATION T-300 R-150 W-1200 AS/DETAIL GRANITE STONE FLOORING AS/SPEC. As/Detail -4050mm -1050mm +1950mm -30 -28 -26 -24 -22 -29 -27 -25 -23 -21 -20 -18 -19 -9 -11 -10 -13 -15 -12 -14 -16 -8 -6 -4 -2 -7 -5 -3 -1 1200 50 1500 1200 T-300 R-150 W-1200 -8550 mm -7050 mm -5550 mm -4050 mm UP J'8 J'9 K8 K9 1' SEC 1 SEC -17 2700 2250 -60 -58 -56 -54 -52 -59 -57 -55 -53 -51 -50 -48 -49 -47 -45 -46 -43 -41 -44 -42 -40 -38 -36 -34 -32 -37 -35 -33 -31 1200 50 1500 1200 T-300 R-150 W-1200 -4050 mm -2550 mm -1050mm +450 mm UP J'8 J'9 K8 K9 1' SEC 1 SEC -39 2700 2250 1 7 9 2 4 6 8 10 11 13 12 22 20 21 18 16 19 17 15 23 25 27 29 24 26 28 30 1200 50 1500 1200 T-300 R-150 W-1200 +450 mm +1950 mm +3450 mm +4950 mm UP J'8 J'9 K8 K9 1' SEC 1 SEC 14 2700 2250 GROUND FLOOR PLAN PLAN @ +1450 03 SCALE - 1: 1 3 5 7 9 2 4 6 8 10 11 13 12 22 20 21 18 16 19 17 15 23 25 27 29 24 26 28 30 1200 50 1500 1200 T-300 R-150 W-1200 +450 mm +1950 mm +3450 mm +4950 mm DN J'8 J'9 K8 K9 1' SEC 1 SEC 14 2700 2250 TERRACE FLOOR PLAN PLAN @ +1450 04 SCALE 1: 1st BASEMENT FLOOR PLAN PLAN @ -3050 02 SCALE 1: 2nd BASEMENT FLOOR PLAN PLAN @ -7550 01 SCALE - 1: GF LVL. NG LVL. +9450mm LANDING GF LVL. LANDING LANDING FF LVL. 300 150 100 16 12 GRANITE STONE FLOORING AS/SPEC. TREAD AND RISER 10MM THK INTERNAL PLASTER NOSING DETAIL- 02 100 12 STEEL COVER 20mm THICK BALUSTER
20mm NOSING BEAM AS/STR. BEAM AS/STR. BEAM AS/STR. 100 MM HIGH SKIRTING AS/ STR R-150 W-1200 1000 High S.S Railing -26 -25 -21 -9 -11 -10 -13 -15 -12 -14 -16 -8 -6 -4 -2 -7 -5 -3 -1 1200 50 T-300 W-1200 -7050 mm -5550 mm -4050 mm UP J'8 J'9 K8 K9 1' SEC 1 SEC -17 -58 -56 -52 -55 -51 -47 -45 -46 -43 -41 -44 -42 -40 -38 -36 -34 -32 -37 -35 -33 -31 50 T-300 W-1200 -4050 mm -2550 mm -1050mm +450 mm UP J'8 J'9 K8 K9 1' SEC 1 SEC -39 13 22 20 18 16 19 17 15 23 25 27 29 26 28 30 50 T-300 W-1200 +450 mm +1950 mm +3450 mm UP J'8 J'9 K8 K9 1' SEC 1 SEC 14 2250 GROUND FLOOR PLAN PLAN @ +1450 03 SCALE 1: 8 11 13 12 22 18 16 19 17 15 23 25 29 26 28 1200 50 T-300 +450 mm +1950 mm +3450 mm DN J'8 J'9 K8 K9 1' SEC 1 SEC 14 2250 TERRACE FLOOR PLAN PLAN @ +1450 04 SCALE 1: 1st BASEMENT FLOOR PLAN PLAN @ -3050 02 SCALE 1: 2nd BASEMENT FLOOR PLAN PLAN @ -7550 01 SCALE 1: 100 16 12 MORTAR 100 12 SECTION THROUGH 1-1' BEAM AS/STR. R-150 W-1200 1000 HIGH S.S RAILING 1000 High S.S Railing -28 -26 -22 -27 -25 -21 -9 -11 -10 -13 -15 -12 -14 -16 -8 -6 -4 -2 -7 -5 -3 -1 1200 1200 T-300 W-1200 -5550 mm -4050 mm UP J'8 J'9 K8 K9 1' SEC 1 SEC -17 2700 -60 -58 -56 -54 -52 -59 -57 -55 -51 -47 -45 -46 -43 -41 -44 -42 -40 -38 -36 -34 -32 -37 -35 -33 -31 1200 50 1200 T-300 W-1200 -4050 mm -2550 mm -1050mm +450 mm UP J'8 J'9 K8 K9 1' SEC 1 SEC -39 2700 8 22 20 18 16 19 17 15 23 25 27 29 24 26 28 30 1200 50 1200 T-300 W-1200 +450 mm +1950 mm +3450 mm +4950 mm UP J'8 J'9 K8 K9 1' SEC 1 SEC 14 2700 GROUND FLOOR PLAN PLAN @ +1450 03 SCALE 1: 8 22 20 18 16 19 17 15 23 25 27 29 24 26 28 30 1200 1200 T-300 W-1200 +450 mm +1950 mm +3450 mm DN J'8 J'9 K8 K9 1' SEC 1 SEC 14 2700 2250 TERRACE FLOOR PLAN PLAN @ +1450 04 SCALE 1: 1st BASEMENT FLOOR PLAN PLAN @ -3050 02 SCALE 1: 2nd BASEMENT FLOOR PLAN PLAN @ -7550 01 SCALE 1: 150 BEAM AS/STR. 12 13 14 15 24' G H R
SECTION THROUGH 1-1'
BUILDING CONSTURCTION 6
ADVANCED MATERIALS AND SYSTEMS
TENSILE STRUCTURE
SEM. 7
Click here for Working Drawings.
14 05
REMARKS
DHRUV
SEMESTER:
CLASS:
SUBJECT:
PROJECT:
TENSILE
SCALE 1:100
softwares:
RHINO 6
GRASSHOPPER +KANGAROO
15
NOTES ALL DIMENSIONS
BUILDING CONSTURCTION 6
ADVANCED MATERIALS AND SYSTEMS
LONG SPAN STRUCTURE
SEM. 7
Click here for Working Drawings.
Warehouse and Distribution Center
This project has four individual structures, three of which are long span portal frames, and one being an R.C.C. framed structure
Site Dimensions : 80m x 150m
Site area : 2.96 acres
Ground Coverage : 40%
F.A.R. : 1
Built Typology : Commercial (N.B.C)
16 06
FIRE WATER TANK 1.5m depth RAIN WATER TANK 1.5m depth +750 +-0 +-0 +750 BUILDING 'A' ADMINISTRATIVE BUILDING BUILDING 'C' WAREHOUSE 02 BUILDING 'B' WAREHOUSE 01 BUILDING 'D' WAREHOUSE 03 CANTILEVER SHADE CANTILEVER SHADE FIRE BUCKET STREET LIGHT SIDE WALK FIRE EXTINGUISHER RAMP (1:10) FIRE BUCKET LOADING DOCK RAMP (1:10) FIRE BUCKET 10m WIDE ROAD 10m WIDE ROAD 10000 10000 9000 9m WIDE ROAD 9000 9m WIDE ROAD 80000 150000 11.8m WIDE ROAD 12m WIDE ROAD 9m WIDE ROAD 9m WIDE ROAD 11m WIDE ROAD 9m WIDE ROAD 2.1m WIDE ROAD 2.1m WIDE ROAD 12000 11800 2100 11800 11.8m WIDE ROAD 11000 TWO-WHEELER PARKING FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT 4000 14000 2500 5000 2000 800 12000 10000 4000 10000 2500 5000 1200 1200 1200 1200 0 1200 1200 1200 4141 3928 4000 15° 7500 2000 RAMP (1:10) 50000 30000 20000 40000 20000 20000 10000 10000 20000 40000 40000 10000 10000 50000 30m WIDE MAIN ROAD 15m WIDE SERVICE ROAD 1200 2000 2000 2000 1500 RAMP (1:10) RAMP (1:10) 30000 15177 SITE PLAN ENTRY EXIT ENTRY EXIT REMARKS SUBJECT: CLASS: 4A SEMESTER: NOTES ALL DIMENSIONS Wind Pressure ISA = INDIAN ISA 5050 Width of Depth of Thickness 2 L-Section Width = Thickness Purlin Spacing Slope = Ref. SP40 G.I. ROOFING Thickness: Corrugation: PROJECT: DHRUV GULATI DHRUV GUPTA VARUN SINGHAL 1.5m depth RAIN WATER TANK 1.5m depth +750 +150 +150 +150 +100 +750 BUILDING 'A' ADMINISTRATIVE BUILDING BUILDING 'C' WAREHOUSE 02 BUILDING 'B' WAREHOUSE 01 BUILDING 'D' WAREHOUSE 03 CANTILEVER SHADE FIRE BUCKET SIDE WALK RAMP (1:10) FIRE BUCKET LOADING DOCK RAMP (1:10) FIRE BUCKET 10m WIDE ROAD 10m WIDE ROAD 10000 10000 9000 9m WIDE ROAD 9000 9m WIDE ROAD 80000 150000 11.8m WIDE ROAD 12m WIDE ROAD 9m WIDE ROAD 9m WIDE ROAD 11m WIDE ROAD 9m WIDE ROAD 2.1m WIDE ROAD 2.1m WIDE ROAD 12000 11800 2100 11800 11.8m WIDE ROAD 11000 FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT 4000 14000 2500 5000 2000 800 12000 10000 4000 10000 2500 5000 1200 1200 1200 1200 1200 1200 1200 4141 3928 4000 15° 7500 2000 RAMP (1:10) 50000 30000 20000 40000 20000 20000 10000 10000 20000 40000 40000 10000 10000 50000 15m WIDE SERVICE ROAD 1200 2000 2000 2000 1500 RAMP (1:10) RAMP (1:10) 15177 SITE PLAN ENTRY EXIT ENTRY EXIT
SUBJECT:
: 1:100
Building A
administration building
Reinforced Cement Concrete, Framed
17 REMARKS
CLASS: SEMESTER: SCALE
NOTES ALL DIMENSIONS Wind Pressure ISA = INDIAN ISA 5050 Width of Depth of Thickness 2 L-Section Width = Thickness Purlin Spacing Slope = Ref. SP40 G.I. ROOFING Thickness: Corrugation: PROJECT: RCC STRUCTURE DHRUV DHRUV VARUN KEY MAP T-300 W-1500 UP +2400 mm T-300 R-150 UP 4250X5000 4250X5000 5000X7500 5000X7500 5000X7500 5000X7500 5000X7500 5000X7500 5000X7500 5000X7500 5000X7500 7500X1500 7500X1500 7500X1500 7500X1500 PLAN @ 750 TYPICAL FLOOR PLAN B B
PLAN @ 8700
BUILDING
Building D warehouse 3
Mild Steel, Portal Frame
18 10000 C/C 10000 C/C 10000 C/C 10000 C/C 10000 C/C 30000 C/C OF STEEL COLUMN 7500 C/C 7500 C/C 7500 C/C 7500 C/C 5000 5000 5000 5000 7500 RAMP (1:10) 1 2 3 4 5 6 7 8 A B C D E COLUMN 450X300X8 ISMB I-SECTION COLUMN 300X140X8 ISMB I-SECTION A B COLUMN 300X140X8 ISMB I-SECTION B COLUMN 300X140X8 ISMB I-SECTION B COLUMN 300X140X8 ISMB I-SECTION B COLUMN 450X300X8 ISMB I-SECTION A COLUMN 450X300X8 ISMB I-SECTION C COLUMN 450X300X8 ISMB I-SECTION C COLUMN 450X300X8 ISMB I-SECTION C COLUMN 450X300X8 ISMB I-SECTION C C COLUMN 450X300X8 ISMB I-SECTION C COLUMN 450X300X8 ISMB I-SECTION C COLUMN 450X300X8 ISMB I-SECTION C COLUMN 300X140X8 ISMB I-SECTION B COLUMN 300X140X8 ISMB I-SECTION B COLUMN 300X140X8 ISMB I-SECTION B COLUMN 300X140X8 ISMB I-SECTION B COLUMN 250X110X8 ISMB I-SECTION D COLUMN 250X110X8 ISMB I-SECTION D COLUMN 250X110X8 ISMB I-SECTION D COLUMN 250X110X8 ISMB I-SECTION D D D D COLUMN 250X110X8 ISMB I-SECTION D COLUMN 250X110X8 ISMB I-SECTION D COLUMN 250X110X8 ISMB I-SECTION D
+-0 +750 +750 +750 SIDE WALK SIDE WALK 4m CANTILEVER CANOPY LOADING DOCK REMARKS SUBJECT: CLASS: 4A SEMESTER: SCALE : 1:100 NOTES ALL DIMENSIONS Wind Pressure ISA = INDIAN ISA 5050 Width of Depth of Thickness 2 L-Section Width = 80 Thickness Purlin Spacing Slope = 1:5 Ref. SP40 G.I. ROOFING Thickness: Corrugation: PROJECT: PORTAL DHRUV GULATI DHRUV GUPTA VARUN SINGHAL KEY MAP 30630 O/O OF STEEL LINE 50000 C/C OF STEEL COLUMN 50780 O/O OF STEEL LINE 35mm G.I. CORRUGATED SHEET 50mm PCC +7200
'D' WAREHOUSE 03
CUT BOTTOM OF GUTTER AND BEND DOWN INTO DOWNSPOUT
GUTTER AND DOWNSPOUT ASSEMBLY
FOUNDATION DETAILS
NOTES
ALL DIMENSIONS ARE IN MM
Wind Pressure = 150 Kg/m²
ISA = INDIAN STANDARD ANGLE
ISA 5050 - Steel L-Section :
Width of Section = 50
Depth of Section = 50
Thickness of Section = 6
2 L-Section Steel Members
Width = 80
Thickness = 6
Purlin Spacing = 1400
Slope = 1:5
Ref. SP40 Table 9
G.I. ROOFING SHEET
Thickness: 2mm
Corrugation: 35mm
KEY MAP :
REMARKS :
1:100
07
4A
SUBJECT: BLDG CONST.
PROJECT: DISTRIBUTION CENTER
PORTAL FRAME TYPICAL
19 10000 10000 10000 10000 10000 50000 C/C OF STEEL COLUMN NGL+750 NGL +/- 0 NGL+4200 NGL+7200 RAMMED EARTH PCC FOOTING 500mm STEPPED BRICK FOOTING 150mm PCC 150mm BRICK WALL 35mm GI CORRUGATED SHEET 75mm OVERLAP GIRTS 50X80 ANGLE SECTION X 2 COLUMN ISHB 450X600 HEM 600X750mm HAUNCH 600X750 RAFTER ISHB 450X600 GUSSET PLATE 10mm PURLIN 50X80 ANGLE SECTION X2 35mm GI CORRUGATED SHEET RIDGE CAP 400mm 100mm OVERLAP 15 75 1 2 3 4 5 6 REMARKS SUBJECT: CLASS: 4A SEMESTER: SCALE :
Width of Section Depth of Section Thickness 2 L-Section Width = 80 Thickness Purlin Spacing Slope = 1:5 Ref. SP40 G.I. ROOFING Thickness: Corrugation: PROJECT: PORTAL DHRUV GULATI DHRUV GUPTA VARUN SINGHAL KEY MAP 625 COLUMN M.S.BOLTS 12Ø FLANGE BRACE CONNECTION AT END BAY WALL SHEETING L-STEEL SECTION WALL CONNECTION M.S.BOLTS WALL PANEL SIDE WALL GIRT
BOLTS DETAIL CLIP CLIP
CORNER COLUMN M.S.
GUTTER FIELD
CAULK WITH ELASTOMETRIC SEALANT DOWNSPOUT SHEETING ANGLE STIFF.8 THK. CLOSURE FLASHING FLANGE BRACE CANOPY RAFTER TRANSITION FLASHING WALL PANEL GUTTER STRAP 600 O.C. EAVE GUTTER RETURN DOWNSPOUT ROOF PANEL 4M CLEAR HEIGHT DRIP TRIM PANEL CAP TRIM COLUMN 4.0M WIDE CANOPY DETAIL CLIP FLANGE BRACE 1400 1400 12Ø MS BOLT GIRT GIRT 12Ø SAG ROD
ROOF PANEL 450 CANOPY DETAIL AT RAKE WALL PANEL MS C SECTION 3 ENDWALL RAFTER PURLIN RAKE TRIM SCALE- 1:5 N.G.L. ±00 445 115 230 345 57.5 50 450 350 350 250 50 50 445 115 57.5 57.5 50 150 150 150 550 280 150 750 1:3:5 PCC BED 1:3:5 PCC BED N.G.L. ±00 J HOOKS 12mm BASE PLATE 12mm GUSSET PLATE ISHB 150 M20 BOLTS 12mm GUSSET PLATE ISHB 150 M20 BOLTS 12mm BASE PLATE
SAG ROD DETAIL
C C' D D'
SECTION C-C' SECTION D-D'
SUSHANT SCHOOL ARCHITECTURE
CLASS:
SEMESTER:
DATE: SEAL & SCALE : 1:10
29th NOV.'2022
DETAILS
190BARCH056
190BARCH001
DHRUV GULATI
DHRUV GUPTA
190BARCH124
VARUN SINGHAL
PLAN @ 15000
PLAN @ 15000
20 A B C E D F G 1 2 3 RIDGE CAP 400mm (100 mm overlap) SLOPE 1:5 SLOPE 1:5 1350 C/C 1350 C/C 1350 C/C 1350 C/C 1350 C/C 1350 C/C 1350 C/C 1350 C/C 1350 C/C 1350 C/C 1350 C/C 1350 C/C 1350 C/C 1350 C/C 500 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 8000 C/C 8000 C/C 4000 C/C 4000 C/C 8000 C/C 8000 C/C 40500 O/O OF STEEL LINE 40000 C/C OF STEEL COLUMN 9500 C/C 9500 C/C 19000 C/C OF STEEL COLUMN 20000 O/O OF STEEL LINE 12Ø SAG ROD GUTTER EAVE STRUT PURLIN
DETAILS STITCH SCREW ROOF PANEL SIDELAP 160 110 SEALENT PURLIN ROOF PANEL PANEL ENDLAP ROOF PANEL SIDE LAP
ROOF PANEL INSTALLATION
4m CANTILEVER CANOPY 4m CANTILEVER CANOPY A B C E D F G 1 2 3 RIDGE CAP 400mm (100 mm overlap) SLOPE 1:5 SLOPE 1:5 1350 C/C 1350 C/C 1350 C/C 1350 C/C 1350 C/C 1350 C/C 1350 C/C 1350 C/C 1350 C/C 1350 C/C 1350 C/C 1350 C/C 1350 C/C 1350 C/C 500 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 8000 C/C 8000 C/C 4000 C/C 4000 C/C 8000 C/C 8000 C/C 40500 O/O OF STEEL LINE 40000 C/C OF STEEL COLUMN 9500 C/C 9500 C/C 19000 C/C OF STEEL COLUMN 20000 O/O OF STEEL LINE 12Ø SAG ROD GUTTER EAVE STRUT SIDELAPS PURLIN ROOF PANEL INSTALLATION DETAILS STITCH SCREW ROOF PANEL PANEL SIDELAP 160 110 SEALENT PURLIN ROOF PANEL PANEL ENDLAP ROOF PANEL SIDE LAP
4m CANTILEVER CANOPY 4m CANTILEVER CANOPY SECTION BB' 55 28 RIDGE CAP 400mm 100mm OVERLAP RAFTER ISMB 300X600 PURLIN 50X80 ANGLE SECTION X2 CORRUGATED SHEET 35mm THICKNESS 2mm HAUNCH 300X450 HEM 300X450 GUSSET PLATE 10mm GIRTS 50X80 ANGLE SECTION X 2 COLUMN ISHB 300X140 35mm GI CORRUGATED SHEET 150mm BRICK WALL 1:3:5 PCC BED J HOOKS 15 EAVE STRUT 8THK. STIFF. A B c Building B warehouse 1
Steel, Portal Frame
Mild
Building C warehouse 2
Mild Steel, Portal Frame
ROOF
ALL DIMENSIONS ARE IN MM
Wind Pressure = 150 Kg/m²
ISA = INDIAN STANDARD ANGLE
ISA 5050 - Steel L-Section :
Width of Section = 50
Depth of Section = 50
Thickness of Section = 6
2 L-Section Steel Members
Width = 80
Thickness = 6
DOWNSPOUT GUTTER GUTTER STRAP
Purlin Spacing = 1400
Slope = 1:5
Ref. SP40 Table 9
G.I. ROOFING SHEET
Thickness: 2mm
NOTES
ALL DIMENSIONS ARE IN MM
Wind Pressure = 150 Kg/m²
ISA = INDIAN STANDARD ANGLE
ISA 5050 - Steel L-Section :
Width of Section = 50
KEY MAP :
Depth of Section = 50
Thickness of Section = 6
2 L-Section Steel Members
Width = 80
Thickness = 6
Purlin Spacing = 1400
Slope = 1:5
Ref. SP40 Table 9
REMARKS
G.I. ROOFING SHEET
Thickness: 2mm
DHRUV GULATI 190BARCH056
DHRUV GUPTA 190BARCH001
VARUN SINGHAL 190BARCH124
SEMESTER: 07 DATE:
CLASS: 4A
Corrugation: 35mm 29th NOV.'2022
SUBJECT: BLDG CONST.
PROJECT: DISTRIBUTION CENTER
PORTAL FRAME B AND DETAILS
SCALE : 1:100 SUSHANT SCHOOL OF ARCHITECTURE
REMARKS :
SEAL & SIGN :
DHRUV GULATI 190BARCH056
DHRUV GUPTA 190BARCH001
VARUN SINGHAL 190BARCH124
SEMESTER: 07 DATE:
CLASS: 4A
Corrugation: 35mm 29th NOV.'2022
SUBJECT: BLDG CONST.
PROJECT: DISTRIBUTION CENTER
PORTAL FRAME B AND DETAILS
SCALE : 1:100
SUSHANT SCHOOL OF ARCHITECTURE
SEAL & SIGN :
ROOF PLAN
21 CAP 400mm mm overlap) SAG ROD GUTTER EAVE STRUT SIDELAPS PURLIN
STITCH SCREW ROOF PANEL PANEL SIDELAP 160 110 SEALENT PURLIN ROOF PANEL
ENDLAP ROOF PANEL SIDE LAP
PANEL INSTALLATION DETAILS
PANEL
07
KEY MAP :
DETAIL
40 A B C E D F G 1 2 3 8000 C/C 8000 C/C 4000 C/C 4000 C/C 8000 C/C 8000 C/C 40500 O/O OF STEEL LINE 40000 C/C OF STEEL COLUMN 9500 C/C 9500 C/C 19000 C/C OF STEEL COLUMN 20000 O/O OF STEEL LINE SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT
SKYLIGHT
SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT 1400 1400 SKYLIGHT DETAIL
PANEL PURLIN SKYLIGHT ROOF PANEL EAVE STRUT WALL PANEL DETAIL AT EAVE INSULATION DOWNSPOUT GUTTER GUTTER STRAP 40 110
ROOF
:
GROUP HOUSING, MANESAR
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22 07
RENDERS ARUSHI PROJECTS RAIN WATER TANK 1.5m depth +750 +150 +150 +150 +-0 +100 +150 +750 +750 BUILDING 'A' ADMINISTRATIVE BUILDING BUILDING 'C' WAREHOUSE 02 BUILDING 'B' WAREHOUSE 01 BUILDING 'D' WAREHOUSE 03 CANTILEVER SHADE FIRE EXTINGUISHER FIRE BUCKET CYCLE STAND SIDE WALK RAMP (1:10) FIRE BUCKET LOADING DOCK RAMP (1:10) TWO-WHEELER PARKING FIRE BUCKET 10m WIDE ROAD 10m WIDE ROAD 10000 10000 9000 9m WIDE ROAD 9000 9m WIDE ROAD 80000 150000 11.8m WIDE ROAD 12m WIDE ROAD 9m WIDE ROAD 9m WIDE ROAD 11m WIDE ROAD 9m WIDE ROAD 2.1m WIDE ROAD 2.1m WIDE ROAD 12000 11800 2100 11800 11.8m WIDE ROAD 11000 TWO-WHEELER PARKING FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT 4000 14000 2500 5000 2000 800 12000 10000 4000 10000 2500 5000 1200 1200 1200 1200 0 1200 1200 1200 4141 3928 4000 15° 7500 2000 RAMP (1:10) 50000 30000 20000 40000 20000 20000 10000 10000 20000 40000 40000 10000 10000 50000 30m WIDE MAIN ROAD 15m WIDE SERVICE ROAD 1200 2000 2000 2000 1500 RAMP (1:10) RAMP (1:10) 30000 15177 SITE PLAN ENTRY EXIT ENTRY EXIT REMARKS : SEMESTER: 07 NOTES ALL DIMENSIONS Wind Pressure ISA = INDIAN ISA 5050 - Steel Width of Section Depth of Section Thickness of Section 2 L-Section Steel Width = 80 Thickness = 6 Purlin Spacing Slope = 1:5 Ref. SP40 Table G.I. ROOFING Thickness: 2mm Corrugation: 35mm DHRUV GULATI DHRUV GUPTA VARUN SINGHAL BED-2 10'-6''X13'-0'' BED-3 11'-0''X15'-5'' TOILET 8'-6''X5'-0'' PASSAGE 3'-9" WIDE TOILET 8'-0''X5'-0'' TOILET 8'-6''X5'-0'' LIVING 11'-0''X17'-9'' DINING 9'-6'' WIDE KITCHEN 8'-10''X10'-0'' BED-2 10'-6''X13'-0'' BED-3 11'-0''X15'-5'' TOILET 8'-6''X5'-0'' PASSAGE 3'-9" WIDE TOILET 8'-6''X5'-0'' LIVING 11'-0''X17'-9'' DINING 9'-6'' WIDE KITCHEN 8'-10''X10'-0'' BALCONY 1800 MM WIDE BED-1 10'-6''X14'-3'' BED-1 10'-6''X14'-3'' BED-2 10'-6''X13'-0'' BED-3 11'-6''X15'-5'' PASSAGE 3'-9" WIDE TOILET 7'-10''X5'-0'' LIVING 11'-0''X17'-9'' DINING 9'-6'' WIDE KITCHEN 8'-10''X10'-0'' BED-2 10'-6''X13'-0'' BED-3 11'-0''X15'-5'' TOILET 8'-6''X5'-0'' PASSAGE 3'-9" WIDE TOILET 7'-10''X5'-0'' TOILET 8'-6''X5'-0'' LIVING 11'-0''X17'-9'' DINING 9'-6'' WIDE KITCHEN 8'-10''X10'-0'' BED-1 10'-6''X14'-3'' BED-1 10'-6''X14'-3'' BED-2 10'-6''X13'-0'' BED-3 11'-0''X15'-5'' TOILET 8'-6''X5'-0'' PASSAGE 3'-9" WIDE TOILET 7'-10''X5'-0'' TOILET 8'-6''X5'-0'' LIVING 11'-0''X17'-9'' DINING 9'-6'' WIDE KITCHEN 8'-10''X10'-0'' BED-1 10'-6''X14'-3'' BALCONY 1800 MM WIDE BALCONY 1500 MM WIDE BALCONY 1500 MM WIDE BALCONY 1800 MM WIDE BALCONY 1800 MM WIDE BALCONY 1800 MM WIDE BALCONY 1800 MM WIDE TOILET 8'-6''X5'-0'' TOILET 8'-6''X5'-0'' BALCONY 1800 MM WIDE BALCONY 1800 MM WIDE BALCONY 1800 MM WIDE BALCONY 1200 MM WIDE BALCONY 1800 MM WIDE BALCONY 1225 MM WIDE LIFT 2175X1850 DUCT DUCT ENT.LOBBY 4'-7" WIDE ENT.LOBBY 4'-7" WIDE ENT.LOBBY 4'-7" WIDE ENT.LOBBY 4'-7" WIDE ENT.LOBBY 5'-0" WIDE SHAFT SHAFT DUCT DUCT DUCT DUCT DUCT DUCT DUCT DUCT DUCT DUCT DUCT DUCT DUCT UP DN SHAFT DUCT DUCT TOILET 5'-0''X8'-0'' FIRE SHAFT FIRE LIFT 1650X1650 FIRE STAIRS SHAFT DUCT LIFT 2000X2430 BALCONY ELECTRIC ROOM CORRIDOR 2000MM WIDE UP DN
T1.2 B1.3 H1
23
Unit 1
3
B.H.K
Reinforced Cement Concrete, Framed
H1 T1.2
B1.3
PARAMETRIC SKYSCRAPERS
RHINO + GRASSHOPPER
The following Tower was the result of PopGeo, which populates geometry over a given volume. These points were further made into 2D isocurves and extruded to form individual floor plates.
24 08
Example of Populated Geometry point.
Both towers picks up a vertical line from Rhino and divides it a set number of times. For each division, a Polygon is created and rotated a certain number of times graphically. A spiral is then created when Lofted along the vertices and edges.
Tower 2 uses Plate Structures like in Tower 1, spaced apart to make floor plates.
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26 09
OIL ON CANVAS, ACRYLIC ON CANVAS Oil on Canvas Amsterdam River Front 4’x4’
PAINTINGS
27
Acrylic on Canvas, Knife Far Away in Autumn 3’x5’
Still Life
Acrylic on Canvas
12”x18”
Fin. \\ Thank you